5316 ROCKEFELLER AVE 2025-03-10 - Laserfiche WebLink

PROJECT NAME: HULTS RESIDENCE ADDITION JOB: X10-2854 P-SNOW = 788.3 lb @ loc = 3.04 ft P-DEAD = 473.0 lb @ loc = 3.04 ft ->Distributive load on beam, wl - from level 2 ->From location 0.00 ft to 3.04 ft ->Distributed load from wall cladding loads, w = 105.0 lb/ft -> Weight of wall = 12.00 psf x Height = 8.75 ft = 105.00 lb/ft ->Distributive load on beam, w2 - from level 2 ->From location 0.00 ft to 3.04 ft wS = 25.00 psf x 20.12 ft x (20.12 ft - 2 x 0.00) / (2 x 20.12) = 251.56 lb/ft wD = 15.00 psf x 20.12 ft x (20.12 ft - 2 x 0.00) / (2 x 20.12) = 150.94 lb/ft ->Distributive load on beam, w3 - from level 1 ->From location 0.00 ft to 7.92 ft wL = 40.00 psf x 8.21 ft x (8.21 ft - 2 x 0.00) / (2 x 8.21) = 164.17 lb/ft wD = 12.00 psf x 8.21 ft x (8.21 ft - 2 x 0.00) / (2 x 8.21) = 49.25 lb/ft Point load 4 from shear wall overturning P-WIND POS = -1850.9 lb @ loc = 2.73 ft P-SEISMIC POS = -1717.0 lb @ loc = 2.73 ft E (SEISMIC) = OMEGA X QE *** = 0.7 x 3.00 X -1717 lb = -3606 lb P-WIND NEG = 1850.9 lb @ loc = 2.73 ft P-SEISMIC NEG = 1717.0 lb @ loc = 2.73 ft E (SEISMIC) = OMEGA X QE *** = 0.7 x 3.00 X 1717 lb = 3606 lb ->Computed moments and shears (Factored) : Max shear = 3658 lbs D - (0.75)0.7E + 0.75S + 0.75L (2.4-6c) Min shear = -2584 lbs D + (0.75)0.7E + 0.75S + 0.75L (2.4-6c) Max moment = 7938 ft-lbs D - (0.75)0.7E + 0.75S + 0.75L (2.4-6c) CUSTOM DESIGN & ENGINEERING, INC. March 3, 2022 Page 56 / 67 Copyright©2022 Custom Design&Engineering,Inc.All rights reserved.